Aviator 021 Abseil Anchors

021

ABSEIL ANCHORS

PRODUCT DATA SHEET REVISION NO: 002 REPORT NO: 021 PRODUCT CODE: AB300 021

AVIATOR ABSEIL ANCHORS

PRODUCT DESCRIPTION: General Recommended Abseil anchors are designed to be fixed to a arrangement angle structural substrate such as structural steel or (the smaller the better) concrete to provide suitable rope access connection 1 1 0.7kN 0.7kN points. It is essential when designing rope access 2 to ensure at least 2 connection points are available 900 to connect to at any one time. There are 2 types of abseil anchors available – abseil brackets and abseil eyebolts. Brackets are supplied in galvanised steel with stainless steel components. Neoprene washers 3 3 ensure no galvanic reaction can take place. Abseil eyebolts are supplied in stainless steel . Brackets and eyebolts are secured to concrete with resin anchors and to steelwork with stainless steel bolts, washers 4 1kN and vibration proof nuts. When fixing to metal deck or timber deck it may be necessary to provide a backing plate to ensure compliance. Absolute Angle to be maximum angle avoided Bracket Eyebolt 1.0kN <1200 1.0kN 2.0kN 1200 2.0kN

3 ✗

1kN 1kN The brackets are designed for 1 user at any one time and 2 users in the event of emergency access requirements. Brackets need to be positioned Key 1 Anchor 3 Anchor line so any rope connections do not exceed a 120 2 Y angle 4 Load degree angle when in use – an angle of 90 degrees is recommended. This will be determined by the design layout and position of the anchors. Involving our specialist design teams as early as possible will ensure the most cost effective system is used without compromising any safety or access requirements. Our designers will consider the welfare and safety of both rope access and non-rope access personal during the construction and future use.

For any technical queries please call our advice line on 0845 241 9102 3 021

AVIATOR ABSEIL ANCHORS

Brackets can be supplied in varying heights from 150mm up to 750mm to accommodate different roof Steel fix Timber fix constructions. The brackets are manufactured with a strengthening gusset to ensure compliance with 15kN design load requirements. Eyebolts are supplied in 150mm or 100mm lengths for concrete and block/brick fixing. Shorter eyebolts of 50mm are used in structural steel. For timber of sufficient strength the 150mm 50 150 mm eyebolt can be used with vibration resistant locking mm nuts and large washers either side. A minimum thickness of 125 mm treated timber is required. Both abseil anchors and eyebolts can be installed on the horizontal or vertical substrates of a building. Careful consideration must be taken when designing Bracket heights the abseil positions to ensure abseil ropes will not foul with any roof plant or roof penetrations. If ropes are required to lie over any parapet walls or edge protection such as balustrading it will be necessary to ensure that the parapet has been re-enforced. The use of a abseil rope spreader plate can reduce the point loading considerably. 150 250 350 450 550 mm mm mm mm mm Rope over parapet wall

Concrete Block / Brickwork eyebolts

Socket

150 100 100 mm mm mm ULS 15kN

The main contractor is responsible for calculations regarding building loading capabilities and is responsible for the reinforcement of the parapet. As a rule a minimum force of 1.5 kN should be considered.

4 For any technical queries please call our advice line on 0845 241 9102 021

AVIATOR ABSEIL ANCHORS

MATERIAL SPECIFICATION: Brackets - galvanised steel

Yield 275 N/mm² C 0.15 – 0.26; Si < 0.35; Mn < 1.5; P < 0.035;

S < 0.040; Mo 0.4 – 0.6.

Young’s Modulus of Elasticity 200 x 103 MPa at 20 °C

Density 7.87 g/cm3 at 20 °C

Coefficient of Thermal Expansion Low-Carbon/HSLAS: 12.4 μm/m/°C in 20 °C to 100 °C range I-F Steel: 12.9 μm/m/°C in 20 °C to 100 °C range

Thermal Conductivity Low-Carbon/HSLAS: 89 W/m°C at 20°C I-F Steel: 93 W/m°C

at 20°C

Specific Heat 481 J/kg/°C in 50 °C to 100 °C range

Electrical Resistivity 0.142 μΩ•m at 20 °C

Rain cap Polyvinyl Chloride-PVC. Tensile Strength 2.60 N/mm², Notched Impact Strength 2.0 - 45 Kj/m², Thermal Coefficient of expansion 80 x 10-6 , Max Cont Use Temp 60 C, Density 1.38 g/cm

Component parts Stainless Steel - Grade 304 (UNS S30400) Fe, <0.08% C, 17.5-20% Cr, 8-11% Ni, <2% Mn, <1% Si, <0.045% P, <0.03% Stainless Steel

Galvanised steel

Stainless steel

For any technical queries please call our advice line on 0845 241 9102 5 021

AVIATOR ABSEIL ANCHORS

INSPECTION/MAINTENANCE/ Maintenance to be in accordance with SIMS TRAINING standards. (details available on request) d INSPECTION ROUTINE: Maintenance to be carried 3 All systems to be inspected at out at time of yearly Months least every 12 months from inspection. in harsh environments date of installation. Contact Sayfa Systems In harsh environments all 12 to arrange system systems to be inspected at Months maintenance. least every 3 months. From date of installation TRAINING REQUIREMENTS: Inspections must be carried All personnel who use the Aviator system should have out by approved Aviator attended a Sayfa Systems Ltd, Aviator users course. engineers. Courses are available from Sayfa Systems UK Ltd. Inspections must be approved to SIMS (Safety Courses cover the use of all Aviator and Payload Inspection and Maintenance d6 products, the legal and practical side of the Working Service) standards. Months at Height legislation - 2005 and how to use and carry out safety checks on harnesses and all necessary PPE All inspections to be carried in harsh environments equipment. out to EN795:2012 and BS 7883:2005 and WAHSA (inspection of eyebolts) requirements for safety line and anchor points. All inspections to be carried out to EN364 requirements for personal protective equipment. Contact Sayfa Systems to arrange inspections. CERTIFICATE OF MAINTENANCE SCHEDULE: OPERATIVE INSTRUCTIONAL TECHNIQUES AND All maintenance to be WORKING AT HEIGHT SAFETY

carried out by approved In recognition of successful completion of training for the installation and assembly, use, Aviator engineers. handling and safety checks of:- Aviator Safety Line Systems n Maintenance to be in Aviator Mobile Anchors accordance with Sayfa Payload Access Ladder Systems Systems UK (manufacturer) 12 Payload Handrail Systems Months Aviator PPE n guidelines and To:

recommendations. From date of installation ......

Location of Training:

In harsh environments all ...... 0...... systems to be inspected at least every 3 months. Certificate Number:

......

Name of trainee: ...... Signed by trainee: ......

Inductor’s name: Adrian Stutterheim ...... Signed: Adrian Stutterheim ......

Date of Training: 00 January 1900 ......

6 For any technical queries please call our advice line on 0845 241 9102 021

AVIATOR ABSEIL ANCHORS

OPERATING AND BS EN The company operates to the following standards DESIGN STANDARDS: ISO Standards Eurocodes are designated by EN ✔ British standards are designated by BS • Steel – EN10 113 and EN 10 025 • BS 7985: 2013 Code of Practice for Rope Access Methods for industrial purposes • The lifting operations and lifting equipment regulations 1998 • LOLER REG. 5(1) (a and b) for design • LOLER REG. 7(a, d and e) for marking • LOLER REG. 9 (1, 2 , 3 a and b) for examination • ISO 9001:2008, ISO14001:2004, BS OHSAS 18001:2007 • Management of health and safety at work regulations 1999 (MHSWR) ref.2 • Work at height regulations 2005 (Ref 7) • Work at height (amended) regulations 2007 • Provision and use of work equipment regulations (Ref. 8) WAHR 1999 PUWER 98 (Ref.5) • BS ISO 22846-2:2012 Personal Equipment for the • The work at height safety association WAHSA- protection against falls -Code of Practice guidance on inspecting eyebolts for personal fall • BS ISO 22846 - 1 :2003 Personal Equipment protection purposes for the protection against falls - Fundamental Principles for a system of work

Typical connection loads (bracket height up to 150mm)

Ultimate factored load on bracket base Bracket moment

15.0kN 8.25kN/m

Note: For guidelines only to be checked by Chief Engineer.

For any technical queries please call our advice line on 0845 241 9102 7 021

AVIATOR ABSEIL ANCHORS

COMPONENT PART DETAILS: Abseil brackets AB300 Resin fix Abseil eyebolts EBRF370 BIM No: SpecEquip_RfSftySymAbslBkt_SayfaSystems_AB300_ BIM No: SpecEquip_RfSftySymAbsEye BltCon_SayfaSystems_ M3_G2 EBRF370_M3_G2

Steelwork abseil eyebolts EBSF365 Timber abseil eyebolt EBRF390 BIM No: SpecEquip_RfSftySymAbsEye BltStl_SayfaSystems_ BIM No: SpecEquip_RfSftySymAbsEye BltTimb_SayfaSystems_ EBRF365_M3_G2 EBRF390_M3_G2

8 For any technical queries please call our advice line on 0845 241 9102 021

Jubilee House Unit 3, Gelders Hall Road Shepshed Leicestershire LE12 9NH NOTE: T:01509 502 155 F:0845 130 4520 www.sayfasystems.com EACH PROJECT MUST BE LOOKED AT INDIVIDUALLY BY SAYFA SYSTEMS DESIGN System Details DEPARTMENT BEFORE INSTALLATION. · Line to be located as indicated on the (CALCULATIONS MAY BE REQUIRED). roof plan. · Line primarily used to gain access to Aviator™ Abseil Anchor Fixed To Steelwork (Clamp Detail) exposed roof edges. · Incorporates Aviator™ units and all Sayfa Systems components required. · Fixing details for Aviator™ units as indicated within layout. · System to be used in conjunction with 2m restraining lanyard unless stated otherwise. · Structural Engineer to confirm SSEN320 substructure can wistand LSD M16 STAINLESS STEEL EYENUT 12-15kN. SLD 4-6kN of post/davit. · Enables two users simultaneously at any one time. Drawing Symbols PW16SS PVC315 STAINLESS STEEL WASHER PVC RAIN CAP

NW16 DRAWING REVISIONS

NEOPRENE WASHER REV BY DATE COMMENTS

A C.S 19/06/2018 Issued for design SYSTEM LABEL

AB300 GALVANISED STEEL ABSEIL POST 150-750mm

THIS DRAWING WAS CREATED IN CONJUNCTION WITH N/A DRAWING NO. N/A

Client: SAYFA SYSTEMS UK LIMITED STEELWORK TO CLIENT SPECIFICATION

Contract: FIXING DETAILS

4NR M12 (M16 IF POST OVER BACKING PLATE MAY VARY 250mm) STAINLESS STEEL DEPENDING ON POST HEIGHT & THREADED BAR FIXED TO STEEL STEELWORK Project Title: BACKING PLATE, SECURED WITH AVIATOR™ ABSEIL ANCHOR M12/M16 WASHER AND NYLOCK FIXED TO STEELWORK (CLAMP DETAIL) NUT

Released By:

Job No: N/A Status:FOR DESIGN

DWG No:N/A Scale:1:3 @ A3

Revision: A Date:19/06/2018

Drawn By:C.S Checked By:M.S

AVIATOR ABSEIL ANCHORS

Aviator™ Abseil Anchor Fixed To Timber (Clamp Detail) Jubilee House Unit 3, Gelders Hall Road Shepshed Leicestershire LE12 9NH NOTE: T:01509 502 155 F:0845 130 4520 www.sayfasystems.com EACH PROJECT MUST BE LOOKED AT INDIVIDUALLY BY SAYFA SYSTEMS DESIGN System Details DEPARTMENT BEFORE INSTALLATION. · Line to be located as indicated on the (CALCULATIONS MAY BE REQUIRED). roof plan. · Line primarily used to gain access to exposed roof edges. · Incorporates Aviator™ units and all Sayfa Systems components required. · Fixing details for Aviator™ units as indicated within layout. · System to be used in conjunction with 2m restraining lanyard unless stated otherwise. · Structural Engineer to confirm SSEN320 substructure can wistand LSD M16 STAINLESS STEEL EYENUT 12-15kN. SLD 4-6kN of post/davit. · Enables two users simultaneously at any one time. Drawing Symbols PW16SS PVC315 STAINLESS STEEL WASHER PVC RAIN CAP

NW16 DRAWING REVISIONS

NEOPRENE WASHER REV BY DATE COMMENTS

A C.S 19/06/2018 Issued for design SYSTEM LABEL

AB300 GALVANISED STEEL ABSEIL POST 150-750mm

THIS DRAWING WAS CREATED IN CONJUNCTION WITH N/A DRAWING NO. N/A

Client: SAYFA SYSTEMS UK

TIMBER TO CLIENT SPECIFICATION LIMITED

Contract: FIXING DETAILS

Released By:

Job No: N/A Status:FOR DESIGN

DWG No:N/A Scale:1:3 @ A3

Revision: A Date:19/06/2018

Drawn By:C.S Checked By:M.S

10 UNDER THEFor CDM REGULATIONS any 2015, technical IF ANY ALTERATIONS ARE MADE queries TO THIS DRAWING THEN please THE PERSON UNDERTAKING call THESE our CHANGES advice ASSUME THE ROLE lineOF THE DESIGNER, on THEREFORE 0845 TAKING FULL241 CDM RESPONSIBILITY. 9102 021

AVIATOR ABSEIL ANCHORS

THIS DRAWING IS PROTECTED BY COPYRIGHT AND THE INFORMATION HEREIN IS CONFIDENTIAL. THE DRAWING MAY NOT BE COPIED AND THE INFORMATION HEREIN MAY NOT BE USED OR DISCLOSED EXCEPT WITH THE WRITTEN PERMISSION OF SAYFA SYSTEMS © Aviator™ Abseil Anchor System Fixed In To Cast Concrete Slab On Metal Deck Jubilee House Unit 3, Gelders Hall Road Shepshed Leicestershire LE12 9NH SSEN320 T:01509 502 155 F:0845 130 4520 M16 STAINLESS STEEL EYENUT www.sayfasystems.com

System Details

PW16SS · Line to be located as indicated on the PVC315 roof plan. STAINLESS STEEL WASHER · Line primarily used to gain access to PVC RAIN CAP exposed roof edges. · Incorporates Aviator™ units and all Sayfa Systems components required. · Fixing details for Aviator™ units as NW16 indicated within layout. NEOPRENE WASHER · System to be used in conjunction with 2m restraining lanyard unless stated otherwise. · Structural Engineer to confirm SYSTEM LABEL substructure can wistand LSD 12-15kN. SLD 4-6kN of post/davit. · Enables two users simultaneously at any one time. Drawing Symbols

DRAWING REVISIONS

AB300 REV BY DATE COMMENTS GALVANISED STEEL ABSEIL POST B C.S 22/06/2018 Part No.s added 150-750mm 100mm MIN CLEARANCE

THIS DRAWING WAS CREATED IN CONJUNCTION WITH N/A DRAWING NO. N/A GROWING MEDIUM & PLANTING

PITCH POCKET SEALING DETAIL (RECOMMENDED) BY ROOFING CONTRACTOR INSULATION TO CLIENTS SPEC

Client: SAYFA SYSTEMS UK LIMITED 160mm MINIMUM

4NR M12 (M16 IF POST OVER 250mm) STAINLESS STEEL RESIN 4nr M12 (M16 IF POST OVER 250mm) Contract: FIX ANCHORS SET 110mm IN RESIN ANCHOR SET 110mm INTO FIXING DETAILS CONCRETECONCRETE SPEC

TO CLIENT Project Title: METAL DECK AVIATOR™ ABSEIL ANCHOR SYSTEM FIXED IN TO CAST CONCRETE SLAB ON METAL DECK

Released By:

Job No: N/A Status:FOR DESIGN

DWG No:N/A Scale:1:4 @ A3 For any technical queries please call our advice line on 0845 241 9102 Revision: B 11Date:22/06/2018 Drawn By:C.S Checked By:M.S

UNDER THE CDM REGULATIONS 2015, IF ANY ALTERATIONS ARE MADE TO THIS DRAWING THEN THE PERSON UNDERTAKING THESE CHANGES ASSUME THE ROLE OF THE DESIGNER, THEREFORE TAKING FULL CDM RESPONSIBILITY. 021

AVIATOR ABSEIL ANCHORS

Aviator™ Abseil Anchor Fixed To Hollowcore Concrete Slab Slab Jubilee House Unit 3, Gelders Hall Road Shepshed Leicestershire LE12 9NH T:01509 502 155 F:0845 130 4520 SSEN320 www.sayfasystems.com M16 STAINLESS STEEL EYENUT System Details

· Line to be located as indicated on the PW16SS roof plan. PVC315 · Line primarily used to gain access to STAINLESS STEEL WASHER exposed roof edges. PVC RAIN CAP · Incorporates Aviator™ units and all Sayfa Systems components required. · Fixing details for Aviator™ units as indicated within layout. NW16 · System to be used in conjunction with 2m restraining lanyard unless stated NEOPRENE WASHER otherwise. · Structural Engineer to confirm substructure can wistand LSD 12-15kN. SLD 4-6kN of post/davit. HG125 · Enables two users simultaneously at BOOT STYLE SYSTEM LABEL any one time. Drawing Symbols SEALING DETAIL (RECOMMENDED) BY ROOFING GRB CONTRACTOR 250-750mm GALVANISED STEEL BRACKET DRAWING REVISIONS

REV BY DATE COMMENTS

A 22/12/2014 Issued for design

100mm MIN CLEARANCE B C.S 24/10/2018 Issued for information

THIS DRAWING WAS CREATED IN CONJUNCTION WITH N/A DRAWING NO. N/A GROWING MEDIUM & PLANTING INSULATION TO CLIENTS SPEC

Client: SAYFA SYSTEMS UK LIMITED

Contract:

PRE CAST TO CLIENTS SPEC FIXING DETAILS

Project Title: AVIATOR™ ABSEIL ANCHOR FIXED TO HOLLOWCORE CONCRETE SLAB 4NR M12 (M16 IF OVER 250mm) STAINLESS STEEL SLAB THREADED BAR FIXED THROUGH HOLLOWCORE AND BACKING PLATE, SECURED WITH M16 WASHER & NYLOCK NUT. Released By:

Job No: N/A Status:FOR DESIGN

DWG No:N/A Scale:1:3 @ A3

Revision: B Date:22/12/2014

Drawn By:C.S Checked By:M.S

UNDER THE CDM REGULATIONS 2015, IF ANY ALTERATIONS ARE MADE TO THIS DRAWING THEN THE PERSON UNDERTAKING THESE CHANGES ASSUME THE ROLE OF THE DESIGNER, THEREFORE TAKING FULL CDM RESPONSIBILITY.

12 For any technical queries please call our advice line on 0845 241 9102 021

AVIATOR ABSEIL ANCHORS

Jubilee House Unit 3, Gelders Hall Road Shepshed Leicestershire LE12 9NH T:01509 502 155 F:0845 130 4520 www.sayfasystems.com

Aviator™ Permanent Eyebolt System Fixed To Concrete Slab System Details

· Line to be located as indicated on the roof plan. · Line primarily used to gain access to exposed roof edges. · Incorporates Aviator™ units and all Sayfa Systems components required. · Fixing details for Aviator™ units as indicated within layout. · System to be used in conjunction with 2m restraining lanyard unless stated otherwise. · Structural Engineer to confirm substructure can wistand LSD 12-15kN. SLD 4-6kN of post/davit. · Enables two users simultaneously at NOTES: any one time. Drawing Symbols

· CONCRETE TO BE MINIMUM 175mm THICK · 300mm MINIMUM SPACING BETWEEN ANCHORS DRAWING REVISIONS REV BY DATE COMMENTS · NO TRIAL TEST NEEDED IN CONCRETE UNLESS SUSPECT B C.S 20/06/2018 Part No.s added · 6kN PROOF TEST REQUIRED · EACH PROJECT TO BE ASSESSED BY SAYFA SYSTEMS DESIGN & OPERATIONS DEPARTMENTS FOR FEASIBILITY

THIS DRAWING WAS CREATED IN CONJUNCTION WITH N/A DRAWING NO. N/A

150

SYSTEM LABEL

M12 STAINLESS STEEL EYE BOLT

EBRF390/ST/ST Client: STAINLESS STEEL SAYFA SYSTEMS UK EYEBOLT M12 x 95mm LIMITED NW12 RESIN ANCHORED IN NEOPRENE WASHER TO CONCRETE Contract: FIXING DETAILS

Project Title: AVIATOR™ PERMANENT EYEBOLT SYSTEM FIXED TO CONCRETE SLAB

Released By:

Job No: N/A Status:FOR DESIGN

DWG No:N/A Scale:1:4 @ A3

Revision: B Date:20/06/2018

Drawn By:C.S Checked By:M.S

UNDER THE CDM REGULATIONS 2015, IF ANY ALTERATIONS ARE MADE TO THIS DRAWING THEN THE PERSON UNDERTAKING THESE CHANGES ASSUME THE ROLE OF THE DESIGNER, THEREFORE TAKING FULL CDM RESPONSIBILITY.

For any technical queries please call our advice line on 0845 241 9102 13 021

AVIATOR ABSEIL ANCHORS

Jubilee House Unit 3, Gelders Hall Road Shepshed Leicestershire LE12 9NH T:01509 502 155 F:0845 130 4520 Aviator™ Permanent Eyebolt System Fixed To Solid Brickwork/ www.sayfasystems.com System Details

· Line to be located as indicated on the Stonework roof plan. · Line primarily used to gain access to exposed roof edges. · Incorporates Aviator™ units and all Sayfa Systems components required. · Fixing details for Aviator™ units as indicated within layout. · System to be used in conjunction with 2m restraining lanyard unless stated otherwise. · Structural Engineer to confirm substructure can wistand LSD 12-15kN. SLD 4-6kN of post/davit. · Enables two users simultaneously at any one time. · SOLID BRICKWORK/STONEWORK TO BE MINIMUM 215mm THICK Drawing Symbols · 350mm MINIMUM SPACING BETWEEN ANCHORS (UNRENDERED)

· 500mm MINIMUM SPACING BETWEEN ANCHORS (RENDERED) DRAWING REVISIONS · 12kN TRIAL TEST NEEDED REV BY DATE COMMENTS B C.S 20/06/2018 Part No.s added · 6kN PROOF TEST REQUIRED · FIXING TO NON LOAD BEARING STRUCTURES SUBJECT TO STRUCTURAL CALCULATIONS

THIS DRAWING WAS CREATED IN CONJUNCTION WITH N/A DRAWING NO. N/A

280 MIN

SYSTEM LABEL

M12 STAINLESS STEEL EYE BOLT

NW12 NEOPRENE WASHER

EBRF390ST/ST Client: SAYFA SYSTEMS UK STAINLESS STEEL LIMITED M12 x 95mm EYEBOLT RESIN ANCHORED TO BRICKWORK Contract: FIXING DETAILS

Project Title: AVIATOR™ PERMANENT EYEBOLT SYSTEM FIXED TO SOLID BRICKWORK/ STONEWORK

Released By:

Job No: N/A Status:FOR DESIGN

DWG No:N/A Scale:1:4 @ A3

Revision: B Date:20/06/2018

Drawn By:C.S Checked By:M.S

UNDER THE CDM REGULATIONS 2015, IF ANY ALTERATIONS ARE MADE TO THIS DRAWING THEN THE PERSON UNDERTAKING THESE CHANGES ASSUME THE ROLE OF THE DESIGNER, THEREFORE TAKING FULL CDM RESPONSIBILITY.

14 For any technical queries please call our advice line on 0845 241 9102 THIS DRAWING IS PROTECTED BY COPYRIGHT AND THE INFORMATION HEREIN IS CONFIDENTIAL. THE DRAWING MAY NOT BE COPIED AND THE INFORMATION HEREIN MAY NOT BE USED OR DISCLOSED EXCEPT WITH THE WRITTEN PERMISSION OF SAYFA SYSTEMS021 ©

Jubilee House AVIATOR ABSEIL ANCHORS Unit 3, Gelders Hall Road Shepshed Leicestershire LE12 9NH T: 01509 502 155 F:0845 130 4520 www.sayfasystems.com

System Details · Line to be located as indicated on the roof plan. · Line primarily used to gain access to exposed roof edges. · Incorporates Aviator™ units and all Aviator™ Permanent Eyebolt System Fixed To Brickwork With Cavity Sayfa Systems components required. · Fixing details for Aviator™ units as indicated within layout. · System to be used in conjunction with 2m restraining lanyard unless stated otherwise. · Enables two users simultaneously at any one time.

Drawing Symbols

NOTES: DRAWING REVISIONS · INSTALLATION ALLOWS FOR ANY THICKNESS OF WALL REV DATE COMMENT A 18/04/2018 Issued for internal · 350mm MINIMUM SPACING BETWEEN ANCHORS (UNRENDERED) review · 500mm MINIMUM SPACING BETWEEN ANCHORS (RENDERED) · MUST NOT BE LOAD TESTED AT ANY STAGE

BRICKWORK

THIS DRAWING WAS CREATED IN CONJUNCTION WITH N/A ANTI-COMPRESSION TUBE DRAWING NO. N/A (ONLY REQUIRED IN CAVITY CONSTRUCTIONS)

SYSTEM LABEL 280 MIN

M12 STAINLESS STEEL EYE BOLT

M12 STAINLESS STEEL NUT

STAINLESS STEEL NEOPRENE WASHER BACK PLATE

STAINLESS STEEL M12 EYEBOLT THROUGH FIXED TO BLOCKWORK BRICK/BLOCK WALL

Client:

SAYFA SYSTEMS UK LIMITED

Contract:

FIXING DETAIL

Project Title: AVIATOR™ PERMANENT EYEBOLT SYSTEM FIXED TO BRICKWORK WITH CAVITY

Job No: N/A Status:For Design

DWG No: N/A Scale: As Dimensioned For any technical queries please call our advice line on 0845 241 9102 Revision:15A Date: 18/04/2018 Drawn By: C.S Checked By: M.S

UNDER THE CDM REGULATIONS 2015, IF ANY ALTERATIONS ARE MADE TO THIS DRAWING THEN THE PERSON UNDERTAKING THESE CHANGES ASSUME THE ROLE OF THE DESIGNER, THEREFORE TAKING FULL CDM RESPONSIBILITY. 021

AVIATOR ABSEIL ANCHORS

Aviator™ Permanent Eyebolt System Fixed To Hollowcore Concrete Jubilee House Unit 3, Gelders Hall Road Shepshed Leicestershire Slab LE12 9NH T: 01509 502 155 F:0845 130 4520 www.sayfasystems.com

System Details · Line to be located as indicated on the roof plan. · Line primarily used to gain access to exposed roof edges. · Incorporates Aviator™ units and all Sayfa Systems components required. · Fixing details for Aviator™ units as NOTES: indicated within layout. · System to be used in conjunction with 2m restraining lanyard unless stated otherwise. · Enables two users simultaneously at · CONCRETE TO BE MINIMUM 176mm THICK any one time. · 300mm MINIMUM SPACING BETWEEN ANCHORS Drawing Symbols · NO TRIAL TEST NEEDED IN CONCRETE · 6kN PROOF TEST REQUIRED OR TIGHTEN TO REQUIRED TORQUE DRAWING REVISIONS REV DATE COMMENT

A 18/04/2018 Issued for internal review

THIS DRAWING WAS CREATED IN CONJUNCTION WITH N/A 150 MIN DRAWING NO. N/A SYSTEM LABEL M12 STAINLESS STEEL NUT M12 EN795 STAINLESS STEEL EYE BOLT

NEO PRENE WASHER STAINLESS STEEL BACK PLATE STAINLESS STEEL EYEBOLT M12 EXTENDED Client: WITH THREADED COUPLER SAYFA SYSTEMS THROUGH FIXED TO CONCRETE Contract:

FIXING DETAIL

Project Title: AVIATOR™ PERMANENT EYEBOLT SYSTEM FIXED TO HOLLOWCORE CONCRETE SLAB

Job No: N/A Status:For Design

DWG No: N/A Scale: As Dimensioned

Revision: A Date: 18/04/2018 16 For any technical queries please call our advice line on 0845 241 9102 Drawn By: C.S Checked By: M.S

UNDER THE CDM REGULATIONS 2015, IF ANY ALTERATIONS ARE MADE TO THIS DRAWING THEN THE PERSON UNDERTAKING THESE CHANGES ASSUME THE ROLE OF THE DESIGNER, THEREFORE TAKING FULL CDM RESPONSIBILITY. 021

AVIATORTHIS DRAWING ABSEIL IS PROTECTED BY COPYRIGHTANCHORS AND THE INFORMATION HEREIN IS CONFIDENTIAL. THE DRAWING MAY NOT BE COPIED AND THE INFORMATION HEREIN MAY NOT BE USED OR DISCLOSED EXCEPT WITH THE WRITTEN PERMISSION OF SAYFA SYSTEMS ©

Jubilee House Unit 3, Gelders Hall Road Shepshed Leicestershire LE12 9NH T: 01509 502 155 F:0845 130 4520 www.sayfasystems.com

Aviator™NOTES: Permanent Eyebolt System Fixed To Thin Hollowcore System Details · Line to be located as indicated on the THIS DRAWING IS PROTECTED BY COPYRIGHT AND THE INFORMATION HEREIN IS CONFIDENTIAL. THE DRAWING MAY NOT BE COPIED AND THE INFORMATION HEREIN MAY NOT BE USED OR DISCLOSED EXCEPT WITH THE WRITTEN PERMISSION OF SAYFA SYSTEMS © roof plan. Concrete Slab · Line primarily used to gain access to exposed roof edges. · CONCRETE TO BE 150-175mm THICK · Incorporates Aviator™ units and all Sayfa Systems components required. · 300mm MINIMUM SPACING BETWEEN ANCHORS · Fixing details for Aviator™ units as indicated within layout. · JubileeSystem to House be used in conjunction with · Unit2m restraining 3, Gelders lanyard Hall unless Road stated NO TRIAL TEST NEEDED IN CONCRETE Shepshedotherwise. · LeicestershireEnables two users simultaneously at · LE12any one 9NH time. 6kN PROOF TEST REQUIRED T: 01509 502 155 F:0845 130 4520 Drawingwww.sayfasystems.com Symbols NOTES: System Details · Line to be located as indicated on the roof plan. · Line primarily used to gain access to DRAWINGexposed roof edges.REVISIONS · CONCRETE TO BE 150-175mm THICK · Incorporates Aviator™ units and all Sayfa Systems REV componentsDATE required.COMMENT · Fixing details for Aviator™ units as · 300mm MINIMUM SPACING BETWEEN ANCHORS A 18/04/2018 Issued for internal indicated within layout. review · System to be used in conjunction with · 2m restraining lanyard unless stated NO TRIAL TEST NEEDED IN CONCRETE otherwise. · Enables two users simultaneously at · 6kN PROOF TEST REQUIRED any one time. Drawing Symbols

DRAWING REVISIONS REV DATE COMMENT

THISA DRAWING18/04/2018 WAS IssuedCREATED for internal IN CONJUNCTION WITH N/Areview DRAWING NO. N/A

150 MIN

THIS DRAWING WAS CREATED IN CONJUNCTION WITH N/A SYSTEM LABEL DRAWING NO. N/A

M12 EN795 200 STAINLESS STEEL EYE BOLT 150 MIN SYSTEM LABEL M12 STAINLESS STEEL NUT M12 EN795 STAINLESS STEEL200 STAINLESS STEEL EYEBOLT M12 x 200mm Client: STAINLESS STEEL EYE BOLT THROUGH FIXED SAYFA SYSTEMS NEO PRENE WASHER BACK PLATE TO CONCRETE

Contract: M12 STAINLESS FIXING DETAIL STEEL NUT STAINLESS STEEL EYEBOLT M12 x 200mm Client: STAINLESS STEEL Project Title: THROUGH FIXED SAYFA SYSTEMS NEO PRENE WASHER BACK PLATE AVIATOR™ TO CONCRETE PERMANENT EYEBOLT SYSTEM FIXED TO THIN HOLLOWCORE CONCRETEContract: SLAB

JobFIXING No: N/A DETAILStatus:For Design

DWG No: N/A Scale: As Dimensioned

Revision: A Date: 18/04/2018

Drawn By: C.S Checked By: M.S

UNDER THE CDM REGULATIONS 2015, IF ANY ALTERATIONS ARE MADE TO THIS DRAWING THEN THE PERSON UNDERTAKING THESE CHANGES ASSUME THE ROLE OF THE DESIGNER, THEREFORE TAKING FULL CDM RESPONSIBILITY. Project Title: AVIATOR™ PERMANENT EYEBOLT SYSTEM FIXED TO For any technical queries please call our advice line on 0845 241 9102 THIN HOLLOWCORE17 CONCRETE SLAB

Job No: N/A Status:For Design

DWG No: N/A Scale: As Dimensioned

Revision: A Date: 18/04/2018

Drawn By: C.S Checked By: M.S

UNDER THE CDM REGULATIONS 2015, IF ANY ALTERATIONS ARE MADE TO THIS DRAWING THEN THE PERSON UNDERTAKING THESE CHANGES ASSUME THE ROLE OF THE DESIGNER, THEREFORE TAKING FULL CDM RESPONSIBILITY. 021

AVIATOR ABSEIL ANCHORS

Jubilee House Unit 3, Gelders Hall Road JubileeShepshed House Unit 3,Leicestershire Gelders Hall Road ShepshedLE12 9NH LeicestershireT:01509 502 155 Aviator™ Permanent Eyebolt System Fixed To Thin Concrete Slab LE12 F:08459NH 130 4520 T:01509www.sayfasystems.com 502 155 F:0845 130 4520 www.sayfasystems.comSystem Details · LineSystem to be locatedDetails as indicated on the roof plan. · · Line to Linebe located primarily as usedindicated to gain on theaccess to roof plan.exposed roof edges. · · Line primarilyIncorporates used to Aviator™ gain access units to and all exposedSayfa roof edges.Systems components required. · · IncorporatesFixing Aviator™ details for units Aviator™ and all units as Sayfa Systemsindicated components within layout. required. NOTES: · · Fixing detailsSystem for to Aviator™ be used inunits conjunction as with NOTES: indicated2m within restraining layout. lanyard unless stated · Systemotherwise. to be used in conjunction with · 2m restrainingStructural lanyard Engineer unless to confirmstated · CONCRETE TO BE 150-175mm THICK otherwise.substructure can wistand LSD · Structural12-15kN. Engineer SLD to 4-6kNconfirm of post/davit. · substructureEnables can two wistand users LSD simultaneously at · any one time. · CONCRETE300mm MINIMUM TO BE 150-175mm SPACING BETWEEN THICK ANCHORS 12-15kN. SLD 4-6kN of post/davit. · Enables two usersDrawing simultaneously Symbols at · · 300mmNO TRIAL MINIMUM TEST SPACING NEEDED BETWEENIN CONCRETE ANCHORS UNLESS SUSPECT any one time. Drawing Symbols · · NO6kN TRIAL PROOF TEST TEST NEEDED REQUIRED IN CONCRETE UNLESS SUSPECT · · 6kNEACH PROOF PROJECT TEST REQUIRED TO BE ASSESSED BY SAYFA SYSTEMS DRAWING REVISIONS · EACHDESIGN PROJECT & OPERATIONS TO BE ASSESSED DEPARTMENTS BY SAYFA FOR SYSTEMS SUITABILITY REVDRAWINGBY REVISIONSDATE COMMENTS

DESIGN & OPERATIONS DEPARTMENTS FOR SUITABILITY REV BYA C.SDATE22/06/2018COMMENTSIssued for internal review A C.S 22/06/2018 Issued for internal review

THIS DRAWING WAS CREATED IN CONJUNCTION WITH N/A THIS DRAWINGDRAWING WAS CREATED NO. N/A IN CONJUNCTION WITH N/A DRAWING NO. N/A 150 MIN 150 MIN

SYSTEM LABEL SYSTEM LABEL M12 EN795 200 M12STAINLESS EN795 STEEL 200 STAINLESSEYE BOLT STEEL EYE BOLT

NSS12 NSS12M12 STAINLESS STAINLESS STEEL M12STEEL STAINLESS NUT STAINLESSEYEBOLT STEEL M12 x 200mm STEEL NUT EYEBOLTTHROUGH M12 FIXED x 200mm NEO PRENE WASHER THROUGH FIXED STAINLESS STEEL Client: NEO PRENE WASHER TO CONCRETE STAINLESSBACK PLATE STEEL Client:SAYFA SYSTEMS UK TO CONCRETE LIMITED BACK PLATE SAYFA SYSTEMS UK LIMITED

Contract:

Contract:FIXING DETAILS FIXING DETAILS

Project Title:

ProjectAVIATOR™ Title: PERMANENT EYEBOLT SYSTEM FIXED TO AVIATOR™ PERMANENT THIN CONCRETE SLAB EYEBOLT SYSTEM FIXED TO THIN CONCRETE SLAB

Released By:

ReleasedJob By: No: N/A Status:FOR DESIGN

Job No:DWGN/A No:N/A Status:FORScale: DESIGN1:3 @ A3

DWG No:Revision:N/A A Scale:1:3Date: @ 22/06/2018A3

Revision:DrawnA By:C.S Date:22/06/2018Checked By:M.S

UNDER THE CDM REGULATIONS 2015, IF ANY ALTERATIONS ARE MADE TO THIS DRAWING THEN THE PERSON UNDERTAKING THESE CHANGES ASSUME THE ROLE OF THE DESIGNER, THEREFORE TAKING FULL CDM RESPONSIBILITY. Drawn By:C.S Checked By:M.S 18 UNDER THE CDMFor REGULATIONS any 2015, IF ANYtechnical ALTERATIONS ARE MADE queriesTO THIS DRAWING THEN THEplease PERSON UNDERTAKING call THESE our CHANGES ASSUMEadvice THE ROLE OF line THE DESIGNER, on THEREFORE 0845 TAKING FULL241 CDM RESPONSIBILITY. 9102 021

AVIATOR ABSEIL ANCHORS

Jubilee House Aviator™ Permanent Eyebolt System Fixed To Steelwork Unit 3, Gelders Hall Road Shepshed Leicestershire LE12 9NH T:01509 502 155 F:0845 130 4520 www.sayfasystems.com

NOTES: System Details

· Line to be located as indicated on the roof plan. · SOLID SWIVEL EYEBOLT REQUIRES MINIMUM 10mm THICKNESS · Line primarily used to gain access to exposed roof edges. · MINIMUM 27mm EDGE DISTANCE · Incorporates Aviator™ units and all Sayfa Systems components required. · MINIMUM 50mm SPACING BETWEEN ANCHORS · Fixing details for Aviator™ units as indicated within layout. · NO TRIAL TEST REQUIRED · System to be used in conjunction with 2m restraining lanyard unless stated · 6kN PROOF LOAD TEST REQUIRED otherwise. · Structural Engineer to confirm · 14mm COUNTERSUNK HOLE substructure can wistand LSD 12-15kN. SLD 4-6kN of post/davit. · Enables two users simultaneously at PVCW16 any one time. M16 CLEAR PLASTIC WASHER Drawing Symbols

SYSTEM LABEL M12 STAINLESS STEEL DRAWING REVISIONS EBSF365ST/ST SOLID SWIVEL STEELWORK M12 EN795 STAINLESS STEEL EYEBOLT BOLTED THROUGH REV BY DATE COMMENTS EYE BOLT 52mm LONG STEEL BEAM B C.S 20/06/2018 Part No.s added

STAINLESS STEEL STAINLESS STEEL WASHER WASHER

NEOPRENE WASHER

THIS DRAWING WAS CREATED IN CONJUNCTION WITH N/A DRAWING NO. N/A

NOTES:

· SOLID SWIVEL EYEBOLT REQUIRES MINIMUM 12mm THICKNESS · MINIMUM 25mm EDGE DISTANCE · MINIMUM 50mm SPACING BETWEEN ANCHORS · NO TRIAL TEST REQUIRED · 6kN PROOF LOAD TEST REQUIRED · 10.2mm COUNTERSUNK & TAP M12

STAINLESS STEEL SPACER SYSTEM LABEL Client: M12 EN795 STAINLESS STEEL M12 KEE SAFETY SAYFA SYSTEMS UK EYE BOLT STEELWORK EYEBOLT LIMITED BLIND FIXED TO STEEL

Contract: FIXING DETAILS STAINLESS STEEL WASHER

PVCW16 M16 CLEAR PLASTIC WASHER Project Title: AVIATOR™ PERMANENT EYEBOLT SYSTEM FIXED TO STEELWORK

Released By:

Job No: N/A Status:FOR DESIGN

DWG No:N/A Scale:1:4 @ A3

Revision: B Date:20/06/2018 For any technical queries please call our advice line on 0845 241 9102 Drawn By:C.S 19 Checked By:M.S UNDER THE CDM REGULATIONS 2015, IF ANY ALTERATIONS ARE MADE TO THIS DRAWING THEN THE PERSON UNDERTAKING THESE CHANGES ASSUME THE ROLE OF THE DESIGNER, THEREFORE TAKING FULL CDM RESPONSIBILITY. 021

AVIATOR ABSEIL ANCHORS

Aviator™ Eyebolt Components 1 2 3 4 5 6 7 8 9 10 DIMENSIONS IN MM DO NOT SCALE A FIRST ANGLE A PROJECTION IF IN DOUBT, ASK TOLERANCES ON THIS DRAWING UNLESS OTHERWISE STATED EBSF365ST/ST - M12 EN795 STAINLESS STEEL EYEBOLT 52mm LONG NO DECIMAL PLACE +/- 0.25 ONE DECIMAL PLACE +/- 0.1 TWO DECIMAL PLACES +/- 0.05 ANGLES +/- 0.25° COMPARE PARTS WITH THIS DRAWING AND READ ALL INSTRUCTIONS BEFORE COMMENCING WORK. MAKE NO DEVIATION FROM THIS DRAWING WITHOUT CONSULTING SAYFA SYSTEMS UK. B 2 B

8 R1 55

C C

EBRF370ST/ST-100 - ABSEIL EYEBOLT 100mm LONG D D

18 E R 95 E

F EBRF370ST/ST-150 - ABSEIL EYEBOLT 150mm LONG F

1 G G 18 R A Issued for information 25/06/2018 C.Scarle M.Stuart CHECKED 150 REV DESCRIPTION DATE DESIGNER BY REVISION HISTORY

THIS DRAWING IS PROTECTED BY COPYRIGHT AND THE INFORMATION HEREIN IS CONFIDENTIAL. THE DRAWING MAY NOT BE COPIED AND THE INFORMATION HEREIN MAY NOT BE USED H OR DISCLOSED EXCEPT WITH THE WRITTEN H PERMISSIONS OF SAYFA SYSTEMS UK. SAYFA SYSTEMS UK LTD RAS120 - EYEBOLT SOCKET 120mm

I 1 JUBILEE HOUSE I UNIT3, GELDERS HALL ROAD SHEPSHED LEICESTERSHIRE 120 LE12 9NH WEIGHT TITLE DRAWING NO. DRAWN BY CHECKED BY 0.19 kg Aviator™ Eyebolt Components N/A C.Scarle M.Stuart J MATERIAL/FINISH CLIENT SHEET No DATE J / Sayfa Systems UK Limited 1 / 1 25/06/2018 1 2 3 4 5 6 7 8 9 10

20 For any technical queries please call our advice line on 0845 241 9102 Sayfa Systems UK Ltd Jubilee House No. 3 Gelders Hall Road Shepshed, Loughborough Leicestershire LE12 9NH

T: 0845 241 9102 F: 0845 130 4520 email: [email protected] www.sayfasystems.co.uk Ref: 125/021-11/18